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HomeMy WebLinkAboutPermit D15-0282 - RELIABLE PARTS - 3 OFFICESI III m m V41 tli 0 wm tka 9 1051 ANDOVER PARK W D15-0282 City of Tukwila • Department of Community Development • 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov Parcel No: 2623049122 Address: 1051 ANDOVER PARK W Project Name: RELIABLE PARTS DEVELOPMENT PERMIT Permit Number: D15-0282 Issue Date: 12/16/2015 Permit Expires On: 6/13/2016 Owner: Name: MVI TUKWILA 1 LLC Address: 3007 WEBSTER POINT RD NE, SEATTLE, WA, 98105 Contact Person: Name: CHRIS MCNALLY Phone: (425) 210-7879 Address: 3705 W VALLEY HWY N , AUBURN, WA, 98001 Contractor: Name: OMEGA GENERAL CONTRACTORS LLC Phone: (253) 804-6000 Address: 3705 W VALLEY HWY N , AUBURN, WA, 98001 License No: OMEGAGC910NO Expiration Date: 6/27/2016 Lender: Name: Address: DESCRIPTION OF WORK: ADDING 3 OFFICES TO EXISTING GRID HEIGHT. THE EXISTING SPRINKLER LAYOUT WORKS AS LAID OUT WITH NO MODIFICATIONS NEEDED. Project Valuation: $5,000.00 Fees Collected: $324.62 Type of Fire Protection: Sprinklers: YES Fire Alarm: Type of Construction: VA Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No &06 ft�mi n ur Permit Center Authorized S g at e: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signatu Print Nz Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 4: The total number of fire extinguishers required for a light hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 3,000 sq. ft. of area. The extinguisher(s) should be of the "all purpose" (2A, 10 B:C) dry chemical type. The travel distance to any extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Maintain fire extinguisher coverage throughout. 6: Egress doors shall be readily openable from the egress side without the use of a key or special knowledge or effort. (IFC 1008.1.8.3 subsection 2.2) 7: Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. (IFC Chapter 10) 8: Exit hardware and marking shall meet the requirements of the International Fire Code. (IFC Chapter 10) 9: Door handles, pulls, latches, locks and other operating devices on doors required to be accessible by Chapter 11 of the International Building Code shall not require tight grasping, tight pinching or twisting of the wrist to operate. (IFC 1008.1.9.1) 10: Aisles and aisle access ways serving as a portion of the exit access in the means of egress system shall comply with the requirements of this section. Aisles or aisle access ways shall be provided from all occupied portions of the exit access which contain seats, tables, furnishings, displays and similar fixtures or equipment. The required width of aisles shall be unobstructed. (IFC 1017.1) 13: Fire protection systems shall be maintained in accordance with the original installation standards for that system. Required systems shall be extended, altered or augmented as necessary to maintain and continue protection whenever the building is altered, remodeled or added to. Alterations to fire protection systems shall be done in accordance with applicable standards. (IFC 901.4) 11: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of Factory Mutual or any fire protection engineer licensed by the State of Washington and approved by the Fire Marshal prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance No. 2436). 15: Maintain fire alarm system audible/visual notification. Addition/relocation of walls or partitions may require relocation and/or addition of audible/visual notification devices. (City Ordinance #2437) 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 16: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 17: The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 803.9 of the International Building Code. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 18: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 19: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 20: 'BUILDING PERMIT CONDITIONS' 21: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 22: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 23: New suspended ceiling grid and light fixture installations shall meet the seismic design requirements for nonstructural components. ASCE 7, Chapter 13. 24: Partition walls shall not be tied to a suspended ceiling grid. All partitions greater than 6 feet in height shall be laterially braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. 25: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 26: All rack storage requires a separate permit issued through the City of Tukwila Permit Center. Rack storage over 8-feet in height shall be anchored or braced to prevent overturning or displacement during seismic events. The design and calculations for the anchorage or bracing shall be prepared by a registered professional engineer licensed in the State of Washington. Periodic special inspection is required during anchorage of storage racks 8 feet or greater in height. 27: There shall be no occupancy of a building until final inspection has been completed and approved by Tukwila building inspector. No exception. 28: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 29: Every occupied space other than enclosed parking garages and buildings used for repair of automobiles shall be ventilated in accordance with the applicable provisions of the International Mechanical Code. 30: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila Building Department (206-431-3670). 31: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 32: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 33: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431-3670). PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 1400 FIRE FINAL 0409 FRAMING 0606 GLAZING 0406 SUSPENDED CEILING CITY OF TUKWILA Community Development Department • Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 hftn://www.TukwilaWA.gov SITE LOCATION Building Permit No. Project No. Date Application Accepted: Date Application Expires: CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. "Please Print" King Co Assessor's Tax No.: T 7 fp2Cyi, -mil ZZ Site Address: f K 13 Suite Number: Floor: Tenant Name: New Tenant: ❑ .....Yes No PROPERTY OWNER Name: To r►�1 Address: b City: State: Zip: CONTACT PERSON — person receiving all project communication Name: e 1 {� 1 Address- SUS04 c., City: State: WA Zip; Phone: 8 ax: �{ cco Email „ _ P J ', WN GENERAL CONTRACTOR INFORMATION Company Name: Address City: Ad State: Zip Phone Fax: Contr Reg NoQ_Exp Date: Tukwila Business License No.: II'll �- ARCHITECT OF RECORD Company Name: . Architect Name: c.J RJ Address: City: State: Zip: Phone: ax: Email: ENGINEER OF RECORD Company Name: Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: To ft , Address: ' d, City: State: Zip: -9 H:\Applications\Forme-Applications On Line\201 I ApplicationsTermit Application Rcviscd - 8-9-1 Ldocx Reeised: August 2011 bh Pagel of 4 BUILDING PERMIT INFORMATION - 206-431-3670 Valuation of Project (contractor's bid price): Existing Building Valuation: S a.d Describe the scope of work (please providedetailedinformation): - p.'\C�S \ a i`o1 �a`� f F-�,�-��h�f 9 `!-'(11-E �.'C l 6� �� bpPat��Lte� d ot^ L13 � , Z Q� o� `�� cMvr t c <�,>J Will there be new rack storage? ❑..... Yes �k.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I" Floor 2"d Floor Yd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? El ....... Yes ❑....... No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: X..... Sprinklers ❑ ....... Automatic Fire Alarm ❑ .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑....... Yes JZ ...... No If "yes', attach list ofmaterials and storage locations on a separate 8-112"x 11 "paper including quantities and Material Safety ata Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line\201 I ApplicationsTermit Application Revised - 8-9-1 I.doex Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑... Valley View ❑ . Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aD ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that applv): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ❑ ...Cap or Remove Utilities ❑ ❑ ...Frontage Improvements ❑ ❑ ...Traffic Control ❑ ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage Abandon Septic Tank Curb Cut Pavement Cut Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ ..Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter RefundBilline: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Line\201 I ApplicationsTcratit Application Rcviscd - 8-9.1 Ldocx Rcsised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Print Name: Mailing Address: Date: �Q Day Telephone: L/2:5 210 '-7 S 74% WI+ City State Zip H:\Applications\Fomts-Applications On Line\2011 ApplicationsTermit Application Revised - 8-9-I l.docx Re,ised: August 2011 bh Page 4 of 4 DESCRIPTIONSACCOUNT PermitTRAK QUANTITYPAID $324.62 D15-0282 Address: 1051 ANDOVER PARK W Apn: 2623049122 $324.62 DEVELOPMENT $315.20 PERMIT FEE R000.322.100.00.00 0.00 $188.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $122.40 WASHINGTON STATE SURCHARGE 13640.237.114 0.00 $4.50 TECHNOLOGY FEE $9.42 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R6531 R000.322.900.04.00 0.00 $9.42 $324.62 Date Paid: Thursday, October 29, 2015 Paid By: KELLY LARSON Pay Method: CREDIT CARD 03224G Printed: Thursday, October 29, 2015 8:52 AM 1 of 1 rlmSYSTEMS W INSPECTION RECORD Retain a co with permit �f��� � LUI—O. copy PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431--3670 Permit Inspection Request Line (206) 438-9350 Project: Type of In pectionf Addr6s: d ► t' v� v- �Q� r ate calle Special Instructions: Date Wanted: a.m. 77- -1 � Jt p.m. R uj�steF 't PhorRJtJ _— Z o .r? t t Inspector: ." r- Date: 2 y _ r REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. t,I INSPECTION RECORD �J Retain a copy with permit (S` NZ -f F N0, PERMIT O.0. CITY OF TUKWILA BUILDING DIVISION 6300 SoUthcenter Blvd., #100, Tukwila. WA 98188 (�06) 431-3670 Permit Inspection Request Line (206) 438-9350 (�'a Z—f kq I— Pro'ect; r _ / /� /1—I TYPg, of� spec_ tio �: Tess( / �'Gw� e&r� Date Callid: Special Instructions: �M Date Wanted: j / a.m. 2-` li� ' I !o p.m. Requester Phone No: Approved per applicable codes. Corrections required prior to approval. M ENTS: Inspector: ' Date 6 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. v� INSPECTION RECORD �0/5 Retain a copy with perrrlit IN _CrION N0. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje t: RtL Type of Inspect'on: Address: 4 Daa Called: Special Instructions: Date Wanted: � a.m. pm. Requester: Phone No: Approved per applicable codes. EI Corrections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection 4 F-6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUIC'1t1iILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Proje, � ' s Type of Inspe ion: A4e- A�r� : � n ©r/ep- Date Called: Special Instructions: 4Aj '" 1 Date Wanted: a. . Requester: Phone No: Approved per applicable codes. %2o rections required prior to approval. I paid at 6300 Southcenter Blvd., Suite 100. Call to schedute reinspection. INSPECTION RECORD /,/., - S - o r ;;'- j Retain a copy with permit I)/5' - 0192- INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: J I l a Type of Inspection: Address: r- Suite #: ��-� Contact Person: Special Instructions: Phone No.: © Approved per applicable codes. 1-1 Corrections required prior to approval. COMMENTS: i o4 A/ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: (yam ( I Date: a //L)//& I Hrs.: $160.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. tsming Aaaress Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 HDI ARCHITECTS, P.S. 12835 Bellevue -Redmond Road, 216 Bellevue, WA 98005-2625 425-455-4997, hdiarch@seanet.com 19 November 2015 Bill Rambo, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard Suite #100 Tukwila, WA 98188 (206) 431-3670 re: Correction Letter #1 Permit Application Number D15-0282 Reliable Parts - 1051 Andover Park W Dear Mr. Rambo: CORRECTlr N LTR#f I �:.. :14: i L A NOV 2 5 2015 ya_RI1l1tT U—N TER Following are comments (italics) from your review letter dated 11 /16/2015, followed by responses by the owner or members of the design team (bold): (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) `STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23- 010 & 196-23-020) Response: Noted, thank you. (BUILDING REVIEW NOTES) 1. Where the door swing is within 24" of the exterior glazing, show the glazing to be tempered safety glazing. (IBC 2406.4.2) Response 1: The drawings have been revised to specify that the existing glazing within 24" of the vertical edge of a new door in the closed position is to be replaced with safety glazing, and to add notes that existing glazing adjacent existing doors be verified to be tempered safety glazing, and replaced if necessary. Please see revised plan 141A2. 1 of 2 D 19. moot r- Y 2. Also the wall is indicated to be framed against the window which could be hazardous during a seismic event or similar. Show spacing between the window and wall with a flexible seal. Response 2; Detail 20/A2 has been revised to clarify that the partition is to be slotted (not fastened) into a finish track at the window and air gap between the partition and track filled with resilient material. Please see revised detail 20/A2. 3. At next submittal, please include the Architectural sheets for staff review; Sheet A0.18 was included in the 911012015 submittal. Response 3: Noted, thank you. The resubmittai materials have been stamped and signed. If you have additional questions, please contact me at 425-455-4997. Sincerely, HDI AMtects, P.S. Oe #A '0 Marlin A. uisinga PresidenAl cc: Chris McNally 2 of 2 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director November 16, 2015 CHRIS MCNALLY 3705 W VALLEY HWY N AUBURN, WA 98001 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0282 RELIABLE PARTS - 1051 ANDOVER PARK W Dear CHRIS MCNALLY, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) "STAMP AND SIGNATURES" "Every page of a plan set must contain the seal/stamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" to be stamped and signed. [Electronic copies shall not be approved.] (WAC 196-23-010 & 196-23-020) (BUILDING REVIEW NOTES) 1. Where the door swing is within 24" of the exterior glazing, show the glazing to be tempered safety glazing. (IBC 2406.4.2) 2. Also the wall is indicated to be framed against the window which could be hazardous during a seismic event or similar. Show spacing between the window and wall with a flexible seal. 3. Architectural plans produced by an architect or engineer shall have wet stamp and wet signature on each sheet (See General Note above). Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two 2 sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 9 Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D15-0282 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0282 DATE: 12/2/15 PROJECT NAME: RELIABLE PARTS SITE ADDRESS: 1051 ANDOVER PARK W Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: A� 11 Building Division Public Works ❑ PRELIMINARY REVIEW: Not Applicable ❑ (no approval review required) Fire Prevention ❑ Structural ❑ Planning Division ❑ Permit Coordinator ❑ DATE: 12/3/15 Structural Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 12/31/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0282 DATE: 11/03/15 PROJECT NAME: RELIABLE PARTS SITE ADDRESS: 1051 ANDOVER PARK W X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: N COO& AkA V1, NT jtj� Building Division Fire Prevention Planning Division -t� Af Public Works Structural ❑ Permit Coordinator PRELIMINARY REVIEW: DATE: 12/01/15 Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Structural Review Required ❑ DATE: DUE DATE: 12/01/15 Approved ❑ Approved with Conditions ❑ Corrections Required (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: I Departments issued corrections: Bldg k Fire ❑ Ping ❑ PW ❑ Staff Initials: k4 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: (l " a 015 Plan Check/Permit Number: -�>l 5 Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: Ae1;able PILL-i5 Project Address: 1051 14q over f7G`& Contact Person: eh r 5 me /ya II c� Phone Number: Summary of Revision: J R �SPan �e -/� ldtrc c fi d n )eW e r; AECENM f,4fTv car 7111,11 A g 2 -5 2015, as:pa 1rr r`r�trtt� Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the Cityof Tukwila Permit Center b • Irt> Y• ❑ Entered in TRAKiT on OMEGA GENERAL CONTRACTC— S LLC Page 1 of 2 Home : lnicio en Espanol Contact Search L&I —� b73:I: - A-L Index Help My Secure L&t Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & industries OMEGA GENERAL CONTRACTORS LLC Owner or tradesperson Principals COTTER, MICHAEL PAUL, PARTNER/MEMBER Doing business as OMEGA GENERAL CONTRACTORS LLC WA UBI No. 602 832 467 License 3705 W VALLEY HWY N AUBURN, WA98001 253-804-6000 KING County Business type Limited Liability Company Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .................__..._..._................... . Meets current requirements. License specialties GENERAL License no. OMEGAGC910NO Effective — expiration 0812012009— 06127/2016 Bond ...............I FIRST NATIONAL INS CO OF AMERI $12,000.00 Bond account no. 6556494 Received by L&I Effective date 08/2012009 08/2012009 Expiration date Until Canceled Insurance ......................... Navigators Specialty Insurance $1,000,000.00 Policy no. SF15CGLO189101C Received by L&I Effective date 06/30/2015 07/0112015 Expiration date 07/0112016 Insurance history Savings ................. No savings accounts during the previous 6 year period. Laws uits.agal nst the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. httnc•//cecnre lni wn onv/verifv/T)etail acnx?TTRT=60?RI?467RrT.TC'=nMFCTAC:C91f1N0,9jgAW= A AIR AB ANCHOR BOLT AC ACOUSTICAL A/C AIR CONDITIONING ACT ACOUSTICAL TILE AD AREA DRAIN ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR ALT ALTERNATE ALUM ALUMINUM AP ACCESS PANEL ARCH ARCHITECTURAL/ ARCHITECT AUTO AUTOMATIC BLDG BUILDING BLKG BLOCKING BM BEAM BOT BOTTOM BSMT BASEMENT BTWN BETWEEN CAB CABINET CEM CEMENT CFCI CONTRACTOR FURNISHED, CONTRACTOR INSTALLED CFOI CONTRACTOR FURNISHED, OWNER INSTALLED CHBD CHALKBOARD CJT CONTROL JOINT CL CENTERLINE CLG CEILING CMU CONCRETE MASONRY UNIT CO CLEANOUT COL COLUMN COMP COMPOSITION CONC CONCRETE CONT CONTINUE / CONTINUOUS CONTR CONTRACTOR CPT CARPET CSK COUNTERSUNK CT CERAMIC TILE DEPT DEPARTMENT DF DRINKING FOUNTAIN DIAM DIAMETER DIM DIMENSION DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL (ALSO 'DET') DW DISTILLED WATER DWG DRAWING DWR DRAWER EA EACH EL ELEVATION ELEC ELECTRIC / ELECTRICAL ASSIGNED DETAIL OR DRAWING NUMBER 10 13 ASSIGNED SHEET NUMBER TENANT IMPROVEMENT ALTERATIONS TO AN EXISTING OFFICE SPACE, INCLUDING NEW NON -BEARING PARTITIONS, INTERIOR DOORS AND BORROWED LIGHTS [NO EXTERIOR WORK] ELEV ELEVATOR / ELEVATION MATL MATERIAL SSTL STAINLESS STEEL EP ELECTRICAL PANELBOARD MAX MAXIMUM STC SOUND TRANSMISSION EQ EQUAL (TO) MEZ MEZZANINE COEFFICIENT EQUIP EQUIPMENT MFR MANUFACTURE / MANUFACTURER STD STANDARD EWC ELECTRICAL WATER COOLER MH MANHOLE STL STEEL EXIST EXISTING MIN MINIMUM ST&V STAIN AND VARNISH EXP JT EXPANSION JOINT MISC MISCELLANEOUS SO SQUARE EXT EXTERIOR MO MASONRY OPENING SV SHEET VINYL MTL METAL SW SWITCH FA FIRE ALARM FB FIRE BLANKET NIC NOT IN CONTRACT T THERMOSTAT / TREAD FD FLOOR DRAIN NO NUMBER TA TOILET ACCESSORY FDN FOUNDATION NRC NOISE REDUCTION COEFFICIENT TB TOWEL BAR FE FIRE EXTINGUISHER NTS NOT TO SCALE TD TOWEL DISPENSER FEC FIRE EXTINGUISHER CABINET NUM NUMBER TEL TELEPHONE FF&E FURNITURE, FIXTURES & EQUIPMENT TEMP TEMPERED/TEMPORARY FHC FIRE HOSE CABINET OC ON CENTER T&G TONGUE AND GROOVE FIN FINISH / FINISHED OD OUTSIDE DIAMETER THR THRESHOLD FLR FLOOR / FLOORING OFCI OWNER FURNISHED, CONTRACTOR TKBD TACKBOARD FT FOOT / FEET INSTALLED TPD TOILET PAPER DISPENSER FTG FOOTING OFOI OWNER FURNISHED, OWNER TV TELEVISION INSTALLED TYP TYPICAL G GAS OP OPENING GA GAUGE OZ OUNCE UH UNIT HEATER GB GRAB BAR UNO UNLESS NOTED OTHERWISE GL GLASS / GLAZING PLAM PLASTIC LAMINATE UR URINAL GWB GYPSUM WALLBOARD PLAS PLASTER PLBG PLUMBING VAC VACUUM HCWD HOLLOW CORE WOOD DOOR POL POLISHED VCT VINYL COMPOSITION TILE HDR HEADER PT FAINT/ PAINTED VERT VERTICAL HDW HARDWARE PTD PAPER TOWEL DISPENSER VWC VINYL WALL COVERING HM HOLLOW METAL PTDR PAPER TOWEL DISPENSER & HOR HORIZONTAL RECEPTACLE W WASTE HP HIGH POINT PTN PARTITION W/ WITH HT HEIGHT PWD PLYWOOD W/C WATER CLOSET HTG HEATING WD WOOD HVAC HEATING, VENTILATING, AIR QT QUARRY TILE WDW WINDOW CONDITIONING W/O WITHOUT HWD HARDWOOD R RISER WSCT WAINSCOT HWT HOT WATER TANK RA RETURN AIR WWF WELDED WIRE FABRIC RD ROOF DRAIN WF WIDE FLANGE ID INSIDE DIAMETER / INSIDE REFR REFRIGERATOR DIMENSION REQD REQUIRED & AND IE INVERT ELEVATION RM ROOM L ANGLE INSUL INSULATE(D) / INSULATION RO ROUGH OPENING ASTERISK @ AT JC JANITOR'S CLOSET S SINK C CHANNEL JT JOINT SA SUPPLY AIR # NUMBER OF POUNDS SC SOLID CORE d PENNY (NAIL SIZE) KO KNOCKOUT SCWD SOLID CORE WOOD DOOR KPL KICKPLATE SD SOAP DISPENSER PERPENDICULAR SF SQUARE FOOT/SQUARE FEET LAM LAMINATE/LAMINATED SHT SHEET R PLATE LAV LAVATORY SIM SIMILAR LP LOW POINT SND SANITARY NAPKIN DISPENSER yJ DIAMETER / ROUND LTWT LIGHTWEIGHT SNR SANITARY NAPKIN RECEPTACLE SSK SERVICE SINK ❑ SQUARE FULL BUILDING ELEVATION 10 PARTIAL EXTERIOR OR INTERIOR ELEVATION 13 10 A13 10 13 10 ------ 13 t ' FULL BUILDING SECTION PARTIAL BUILDING SECTION ENLARGED PLAN OR SECTION DETAIL (10) 13 GRID LINE AND MATCH LINE MARKERS DISABLED ACCESS SYMBOL W1 WINDOW DESIGNATION AREVISION SYMBOL 101.3' VERTICAL ELEVATION SYMBOL EXISTING CONTOUR -- (WHEN REVISED) NEW OR FINAL CONTOUR 1013.5 EXISTING POINT ELEVATION 1013.5 NEW POINT ELEVATION 1 ALL WORK OF THE CONTRACTOR SHALL CONFORM TO THE APPLICABLE BUILDING CODES, AND COMPLY WITH ALL GOVERNING LAWS, CODES, ORDINANCES, RULES AND REGULATIONS OF CITY, COUNTY, STATE AND FEDERAL JURISDICTION. 2 WHEREVER THE WORD 'CONTRACTOR' IS USED IN THE PLANS AND SPECIFICATIONS IT SHALL ALSO MEAN ANY SUBCONTRACTOR, SUB -SUBCONTRACTOR, OR SUPPLIER ENGAGED BY THE CONTRACTOR FOR CERTAIN PORTION OF WORK. 3 THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE CONSTRUCTION MANAGER ANY ERROR, INCONSISTENCY, OR OMISSION THAT MAY BE DISCOVERED. 4 DO NOT SCALE DRAWINGS. 5 REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 6 THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, AND SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7 THE CONTRACTOR SHALL ENSURE THAT ALL WORK IS CONFINED TO PROPERTY OWNED BY THE PERMITTEE OR BY THE PARTY CONTRACTING WORK FROM THE PERMITTEE. 8 PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL CAREFULLY EXAMINE THE SPACE OF THE CONTEMPLATED WORK, AND VERIFY UTILITIES, AND OTHER EXISTING CONDITIONS WHETHER OR NOT NOTED ON THE DRAWINGS. 9 THE CONTRACTOR SHALL MAINTAIN ACCESS TO ADJACENT TENANT SPACES AT ALL TIMES. 10 THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, UTILITIES, AND IMPROVEMENTS FROM DAMAGE. IF DAMAGE SHOULD OCCUR, THE CONTRACTOR SHALL RESTORE TO PREVIOUS EXISTING CONDITION AT NO COST TO THE OWNER. 11 THE CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH CAUSED BY THE CONTRACTOR'S OPERATIONS. 12 THE CONTRACTOR SHALL USE MEANS NECESSARY TO PREVENT DUST OR OTHER AIRBORNE POLLUTANTS FROM BECOMING A NUISANCE TO THE PUBLIC, TO NEIGHBORS, AND OTHER WORK BEING PERFORMED ON OR NEAR THE SITE. 13 THE CONTRACTOR SHALL BARRICADE AND POST WARNING SIGNS AND LIGHTS ADJACENT TO OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THE WORK. 14 FLOOR ELEVATION REFERS TO THE TOP OF CONCRETE S_AB OR TOP OF SUBFLOOR UNLESS NOTED DIFFERENTLY ON CONTRACT DOCUMENTS. 15 THE CONTRACTOR SHALL VERIFY ALL ROUGH -IN DIMENSIONS (HORIZONTAL AND VERTICAL) FOR ALL EQUIPMENT PROVIDED IN THE CONTRACT DOCUMENTS. VERIFY WITH THE OWNER'S REPRESENTATIVE THE SIZE, SHAPE AND UTILITY REQUIREMENTS OF EQUIPMENT PROVIDED BY OTHERS. 16 THE CONTRACTOR SHALL ENSURE THAT PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE -STOPPED. 17 THE CONTRACTOR SHALL PROVIDE FURRING AS REQUIRED TO CONCEAL MECHANICAL AND ELECTRICAL WORK IN ALL FINISHED AREAS. 18 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING, FITTING OR PATCHING THAT MAY BE REQUIRED TO COMPLETE THE WORK. 19 THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTIONS TO ENSURE THE SAFETY OF THE WORKERS AND THE OCCUPANTS OF THE BUILDING. THE CONTRACTOR IS BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING AND THE JOB SITE DURING CONSTRUCTION. 20 THE CONTRACTOR SHALL MAINTAIN A SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON SITE AT ALL TIMES. 21 THE CONTRACTOR SHALL CONFIRM ROOFING CONDITIONS WITH LANDLORD PRIOR TO ANY WORK DONE ON AN EXISTING ROOF. 22 THE CONTRACTOR SHALL PROVIDE SPRINKLER, ALARM, AND SMOKE DETECTION SYSTEMS PER APPLICABLE CODES. PROVIDE SHOP DRAWINGS AS REQUIRED BY LOCAL JURISDICATION. 23 ALL ITEMS SHALL BE INSTALLED PER MANUFACTURER'S CURRENT INSTRUCTIONS. 24 WATER RESISTANT GWB SHALL BE USED IN RESTROOMS AND ALL WET AREAS UNLESS OTHERWISE NOTED. 25 THE CONTRACTOR SHALL VERIFY AND PROVIDE FIRE EXTINGUISHERS PER LOCAL FIRE MARSHAL'S DIRECTIONS. 26 REFLECTED CEILING PLAN AND ELECTRICAL ROUGH -IN DRAWINGS ARE FOR INFORMATION ONLY. THE CONTRACTOR SHALL VERIFY EXACT LOCATIONS ON -SITE. THE CONTRACTOR SHALL NOTIFY THE DESIGNER OF ANY REQUIRED ADJUSTMENTS. TAX PARCEL .L NUMBER 1"ARCEL NUMBER: 262304-9122 POR SW 1/4 OF SE 1/4 BEG S 1/4 COR OF SEC TH S 87-44-08 E 140.16 FT TH N 1-12-25 E 137.07 FT TH S 87-55-02 E 1143.70 FT TH N 1-47-29 E 525 FT TO TPOB TH CONTG N 1-47-29 E 150.25 FT TO BEG OF TANGENT CURVE TO LFT RAD 50 FT TH ALG SD CURVE TO LIFT THRU C/A 89-42-33 ARC DIST 78.29 FT TH N 87-55-04 W 333.65 FT TH S 1-39-57 W 200 FT TH S 87-55-04 E 382.96 FT TO TPOB , OCCUPANCY GROUP: B CONSTRUCTION TYPE: TYPE V-A (ASSUMED), WITH NFPA 13 SPRINKLER SYSTEM GROSS TENANT LEASABLE AREA: 964 SF OCCUPANT LOAD FACTOR: 100 SF / OCCUPANT TENANT USE OF SPACE WILL BE A BUSINESS OFFICE OCCUPANT LOAD: 10 OCCUPANTS MAXIMUM EGRESS TRAVEL: 37 FEET (200 FEET ALLOWABLE) PLUMBING FIXTURE OCCUPANT FACTOR: 200 SF/ OCCUPANT PLUMBING OCCUPANT LOAD: [PLUMBING FACILITIES EXISTING] VICINITY MAP NOT TO SCALE (NORTH UP) MI jKLER BLVD �I_ PLAND'�R' 3 Y G Q W 9 a1 G A Z TRILAND DR S 180TH ST e LOCATION A. 2012 INTERNATIONAL BUILDING CODE (IBC), WITH STATE AMENDMENTS B. 2012 INTERNATIONAL FIRE CODE (IFC), WITH STATE AMENDMENTS C. 2014 NATIONAL ELECTRICAL CODE (NEC); [NFPA 70-2014] D. 2012 INTERNATIONAL MECHANICAL CODE (IMC), WITH STATE AMENDMENTS E. 2012 UNIFORM PLUMBING CODE (UPC), WITH STATE AMENDMENTS F. 2012 WASHINGTON STATE ENERGY CODE G. 2012 WASHINGTON INDOOR AIR QUALITY AND VENTILATION CODE Al COVER SHEET, PROJECT DATA AND SITE PLAN A2 PLAN, REFLECTED CEILING PLAN AND DETAILS ARCHITECTS P.S. 12835 Bel -Red Road #216 Bellevue, WA 98005 425 455-4997 Marlin Huisinga Architect 3 rj�H'TITECT ED RELIABLE PARTS TENANT IMPROVEMENTS 1051 ANDOVER PARK W TUKWILA, WA REVISIONS MARK DESCRIPTION DATE - REVIEW SUBMITTAL 10/21/2015 FILE COP' Pa No.`2.v�'�'f7'. REVfEWED FOR CODE COMPLIANC E PI in review approval is subject to errors and omissions. APPROVED Apprdval of construction documents does not authorizo DEC 0 9 2015 :::::...... ::::::::::........:.......... r, the violation of any adopted coda or ordinance. Receipt f Ipproved Field Copy and conditions is acknowledged: City of Tukwila ........... By: BUILDING DIVISION Date: 1, - /V/- .m City of Tukwila BUILDING DIVISION ;_ /� !l-'n' ALTERATION AREA (HATCHED) tt ... NOV 2 5 2015 i PERMIT CENTER ER RELIABLE PARTS °'.:1 URRECT N f TENANT SPACE ` tN DA E: 21 OCT 2015 SHEET: I I�iISIONREVISIONS anges Shelfhemade to the scope t�rorlc ��itiznriar approval of Division. ' :, r.�i�I r��•z�'}' �i ram.,/ (:!,gin submiAl ALL CEILING SUSPENSION MATERIALS SHALL BE NON-COMBUSTIBLE 12 GA. SPLAY BRACE WIRE WITH 4 TIGHT TURNS IN 1 1/2", TYP. - SEE NOTES BELOW TYP.45° MApC. TYP. 1�/HIV 111 Y<A VV VI LIYV L✓ `/LI LIIYLA /lLl LI ILV !lV IVLV LV Vll111 REFLECTED CEILING NOTES: CEILING TO BE EXISTING SUSPENDED ACOUSTICAL TILE GRID SYSTEM, WITH NEW SEISMIC HANGERS TO EXISTING AND NEW LIGHT FIXTURES, WHERE OCCUR - SEE 16/A2 FIELD -VERIFY LOCATIONS OF EXISTING LIGHT FIXTURES SHOWN FIELD -VERIFY LOCATIONS OF EXISTING FIRE SPRINKLER HEADS SHOWN PLAN KEY: EXISTING WALL NEW PARTITION CONTINUOUS UP TO 6" ABOVE EXISTING FINISH CEILING, CONSISTING OF 3 1/2" 16 GA. STEEL STUDS @ 161, O.C. WITH SOUND INSULATION IN CAVITIES AND ONE LAYER 5/8" GYPSUM BOARD EACH SIDE - SEE 19/A2 FOR BRACING DETAIL (EXTERIOR) i REPLACE EXISTING GLAZING EXISTING DOOR TO BE TEMPERED / SAFETY Q ARCHITECTS P.S. WITHIN 24" OF VERTICAL EDGE 1 GLAZING; REPLACE WITH TEMPERED 1 OF THE NEW DOOR WITH 20 SAFETY GLAZING IF NECESSARY O�= 12835 Bel -Red Road #216 TEMPERED SAFETY GLAZING A2� Q Q: Bellevue, WA 98005 EXISTING c� W O 425 455-4997 EXTER10,9 WINDOW � OO Q TO REMAIN TYP/CAL %' W w ................................................................... �... �.. vz ::::::.. ............. ............... .:::F '..::. ..�..................................... a"w <: ............................:.............................. i ::.............. ::............... :;::.............. ;.;:.;: Marlin Huisin a \ ... U LL LL w Architect w E- 3' x68' WD; w P IVACY LOCK N ¢ ¢ O s ISTEREDI HITECT VERIFY EXISTING GLAZING ADJACENT EXISTING DOOR HALLWAY "" TO BE TEMPERED /SAFETY •. IN A. 61SINI GLAZING REPLACE WITH ; EXISTING z ;�►r�TE OF E�ASHIf�GTO� ''EXISTING w `.DOOM TO EXTEf�/OFI W TEMPERED SAFETY GLAZING EMAIN IF NECESSARY Q \ DOOR TO > 1 I'o �• ]mow f7EMA/N = EQ. 2'-10" �.... �... T \./ .................. Qo �.......i`............ ¢ OFFICE LO o -�'1W W 0 Q w o = N p 2) 2'8"x3'8" (6'8" HEAD /� J SAFETY -GLAZED ' V N. U "' so H x> ¢ Vie) y N (n co r 3' "x6 8 D; o P IVACY LOCK -' T IN RELIABLE PARTS ADJACENT TENANT IMPROVEMENTS WAREHOUSE SPACE (SAME TENANT) 1051 ANDOVER PARK W w OFFICE TUKWILA, WA o , N O OFFICE l' LO wo :. _ ¢ 12'-9" EQ. - VERIFY 00C� 4'-6" 12'-9" EQ. -VERIFY M w AFYIV- LL go a 1'-311 VEMIN.) co N T TENANT PLAN NORTH s 12 GA. VERTICAL HANGER @ 4'-0" O.C, MAX. WITH 3 TIGHT TURNS IN 1 1/2", TYP. - SEE NOTES BELOW ,—{ COMPRESSION STRUT ATTACHED I TO MAIN RUNNERS @ 12' O.C. FACE OF WALL PERIMETER ®—WIRES - 8" MAX. STRUCTURE FROM WALL �® 8" MAX. CEILING GRID 12 GA. WIRE DUCT INTERFERENCE CROSS RUNNERS (ACOUSTICAL CEILING - DONN DX-26 HEAVY 1 1/4" COLD -ROLLED MAIN RUNNERS DUTY OR APPROVED EQUAL) CHANNEL (BACK-TO-BACK POP RIVET 1 1/4" COLD -ROLLED 15/16" x 15/16" WALL ANGLE CHANNELS FOR SPANS NOTE: EXCEEDING 48") PROVIDE SETS OF 12 GA. SPLAYED BRACING WIRES ORIENTED 90° FROM EACH OTHER, SPACED NOT MORE THAN 12' ACOUSTICAL CEILING - MAIN AND CROSS RUNNERS ATTACHED TO THE PERIMETER BY 12' O.C. PROVIDE SPLAY WIRES AT LOCATIONS NOT MORE THAN 6 FT. FROM EACH PERIMETER WALL OR AT EDGE DONN DX-26 HEAVY DUTY WALL ANGLE AT TWO ADJACENT WALLS WITH RIVETS; OPPOSITE OF VERTICAL CEILING OFFSETS. THE SLOPE OF THESE WIRES SHALL NOT EXCEED 45° FROM THE PLANE OF THE CEILING OR APPROVED EQUAL TWO WALLS UNATTACHED WITH CLEARANCE BETWEEN WALL AND SHALL BE TAUT WITHOUT CAUSING CEILING LIFT, SPLICES IN BRACING WIRES ARE NOT PERMITTED. AND RUNNERS PROVIDE SUPPORT WIRES TO GRID WITHIN 8" OF PERIMETER WALL OR DISCONTINUITY AND WITHIN 3" OF EACH FIXTURE. PROVIDE TWO BACKUP WIRES, WHICH MAY BE SLACK, TO OPPOSITE CORNERS OF EACH FIXTURE. SECURE ALL WIRES ECTIONN OF WIRE. WITH 1/4" DIAM. SCREW EYE WITH FULL THREAD EMBEDMENT (1 1/4" MIN.) IN TALLEDIN D RTYPICAL TRAPEZE AT INTERFERING EQUIPMENT PERIMETER DETAIL TYPICAL CEILING GRID C E T - FOR REFERENCE ONLY. WHERE REMEDIAL ACTION OR CUTTING AND PATCHING ARE REQUIRED - FINISH CEILENG IS EXISTING 2 O z ; Uj' ADJACENT WAREHOUSE SPACE C- :c�-Q(SAME TENANT) CL PORTION OF EXISTING WALL REMOVED AS NECESSARY TO INSTALL NEW DOOR AND FRAME EXISTING DOOR AND FRAME TO BE REMOVED AND EXISTING WALL INFILLED GENERAL NOTES: DIMENSIONS ARE TO THE CENTERLINE OF WALL ASSEMBLY OR TO THE FINISHED FACE OF GYPSUM BOARD FLOORS TO BE NEW CARPETING AS SELECTED WALL CORNERS TO HAVE 3/411 BULLNOSE TRIM - PROVIDE BULLNOSE-TO-SQUARE TRANSITION CAP AT HEIGHT OF WALL BASE WALLS/PARTITIONS TO BE GYPSUM BOARD, PAINTED WALL BASE TO BE WOOD BASE TRIM AS SELECTED, PAINTED ACCESSIBLE SIGNS TO BE MOUNTED WITH VISUAL CHARACTERS MINIMUM 40" A.F.F. MEASURED TO BASELINE (ANSI A117.1 SECTION 703.2.9) CEILING TO BE EXISTING SUSPENDED ACOUSTICAL TILE GRID SYSTEM, WITH NEW SEISMIC HANGERS TO EXISTING AND NEW LIGHT FIXTURES, WHERE OCCUR - SEE 16/A2 DOOR HARDWARE: UNLATCHING OF ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. DOOR HARDWARE SHALL BE ACCESSIBLE -TYPE, AND SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. SWINGING DOORS SHALL BE PROVIDED WITH ACCESSIBLE LEVER -HANDLE HARDWARE. PLAN KEY: >->€" — EXISTING WALL NEW PARTITION CONTINUOUS UP TO 6" ABOVE EXISTING FINISH CEILING, CONSISTING OF 3 1/2" 16 GA. STEEL STUDS @ 1611 O.C. WITH SOUND INSULATION IN CAVITIES AND ONE LAYER 5/8" GYPSUM BOARD EACH SIDE - SEE 19/A2 FOR BRACING DETAIL NEW FIRE EXTINGUISHER IN SEMI -RECESSED CABINET (2A-10BC, MOUNTED WITH TOP AT 4'-0" A.F.F.) " ... ; ■ ' � , ra p. 0 . 0 M u. T 7 WK-119=FrA m - NEW METAL STUD WALL BRACE UP TO STRUCTURE ABOVE, ANGLED AT 45 DEGREES AND ALTERNATING SIDES @ 4'-0" O.C. - EXISTING SUSPENDED CEILING GRID WITH NEW WALL ANGLES AT NEW INTERIOR NON -BEARING WALL JOINTS NEW INTERIOR NON -BEARING WALL PER PLANS AND NOTES 1� NORTH Yam_ 4 x EXISTING EXTERIOR WINDOW GLAZING RESILIENT FIRESTOPPING I BETWEEN PARTITION AND 1 Q ENDCAP TRACK - PAINTED OR PREFINISHED SHEET METAL WALL ENDCAP ENCLOSURE GLAZING WITH RESILIENT SEALANT (SLIP JOINT TO INTERIOR PARTITION, NOT FASTENED) - TUD WALL PER PLA AND NO S A NEW INTERIOR WALL AT EXISTING EXTERIOR GLAZING (PLAN SECTIQ REVISIONS MARK DESCRIPTION DATE - REVIEW SUBMITTAL 10/21/2015 REVtEWED FOR CODE COMPLIANCE APPROVED DEC 0 9 2015 City of Tukwila BUILDING DIVISION NOV 25 2015 ,'N L-:RIVI IT t; E N I-E R DATE: 21 OCT 2015 SHEET.